|
AND
<br />ETTAILS FOR A HMENT REFER TO ARCHITECTURAL DRAWINGS STRUCTURAL SHEATHING
<br />PRE-ENGINEERED AND/O TRUSS MANUFACTURER SEE PLAN AND DETAILS
<br />1 1/2' WOOD TRUSSES DRAWINGS FOR SPECAFIC TRUSS FOR ATTACHMENT
<br />1 /2'
<br />AT24'0.C.MAX. PROFILE INFORMATION. (,.e. HEEL
<br />HEIGHTS, SLOPE, OVERHANGS) PRE-ENGINEERED
<br />T -
<br />r
<br />E'
<br />A
<br />E
<br />ES
<br />NIT
<br />V
<br />AX ARDS
<br />' S_
<br />-OR- WOOD TRUSSES
<br />2x RI BON AT 24'0.C. MAX
<br />2x BLOCKING AT B BOARD
<br />BE
<br />ATTACHED TO TRUSS
<br />SHEATHING EDGES A/ (3) W/ (3) 1 Dd NAILS, 24' OR -
<br />8d NAILS INTO TRUSS O.C. CENTER MAX. 2x BLOCKING AT 2x RIBBON BOARD
<br />CONTINUOUS PACING SHEATHINGEDGES J(3)8d ATTACHED TO TRUSS A/
<br />STRUCTURAL SHEATHING CONTINUOUS SRUCTURAL NAILS INTO'TRUSS (3) 1 Dd NAILS, C
<br />r L 24'0
<br />NAIL PER TYPICAL A L PE rU AL 1 NG
<br />T L SHEATH N NAIL PER CONTINUOUS STRUCTURAL CENTER MAX. S PACI�Ci
<br />SHEATHING DETAIL TYPIC G
<br />P AL SHEATHING DETAIL SHEATHING MAIL PER CONTINUOUS STRU, LAL
<br />TYPICAL TRUSS 'L
<br />ANCHOR PER PLAN TYPICAL TRUSS TYPICAL SHEATHING DETAIL SHEATHING h R
<br />_ _ TYP" "L
<br />DETAIL AT TRUSS HEEL ANCHOPPERPLAN FRAMING PER PLAN TYPICAL SHEATHINC FRAMING
<br />Ft VOTE: PER PLAN
<br />REFER TO ARCHITECTURAL DRAWINGS AND/OR TRUSS MANUFACTURER DRAWINGS FO� STRUCTURAL SHEATHING, I DETAIL AT TRUSS HEEL � 9 1/4"
<br />SPECIFIC TRUSS PROFILE INFORMATION. (i.e. HEEL HEIGHTS, SLOPE. OVERHANGS)
<br />SEE PLAN AND DETAILS FOR
<br />STRUCTURAL SHEATHING, SEE ATTACHMENT
<br />PLAN AND DETAILS FOR PRE-ENGINEERED WOOD
<br />ATTACHMENT TRUSSES AT 24"O.C. MAX.
<br />PRE-ENGINEERED WOOD
<br />TRUSSES AT 24'0.C. MAX. TRUSS ANCHOR PER PLAN
<br />TRUSS ANCHOR 4�j 4e P— 'PLAN
<br />PER PLAN FASCIA, (SEE ARCH OWGS) CONTINUOUSSTRUCTURAL
<br />SCIA. (SEE ARCH DWGS) IN SHEATHING NAIL PER
<br />TYPICAL SHEATHING DETAIL
<br />BOND REAM
<br />PER PLAN DETAIL AT TYPICAL TRUSS A/ HEEL 9 1/4*
<br />DETAIL AT TYPICAL TRUSS] E
<br />.1 HEEL � 9114'
<br />ROOI` TRUSS ON MASONRY 11101/2023 TRUSS ON RNING 11/01124
<br />R=020
<br />NOT �O SCALE R 10 E)w
<br />2X4 BLOCKING AT T-T
<br />STRUCTURAL SHEATHING,
<br />0`0. w/ (2) 12d TOENAILS
<br />(SEE PLAN FOR
<br />EA. END TO TRUSS
<br />ATTACHMENT)
<br />R -ENGINEERED
<br />TRUSSES AT 24" D.C.
<br />I
<br />BOND BEAM PER
<br />x
<br />PLAN AND SCHEDULE
<br />SHEATHING PER PLAN
<br />8'CMU WALL. SEE
<br />PLAN FOR VERT. REINF.
<br />METALS AT BLOCKING
<br />8 R07 WS BRACING @ N&M. EXT. WALL (NOMHEM) 111011023
<br />NOT TO SCALE R;W4 070
<br />STRUCTURAL
<br />SHEATHING PER PLAN
<br />PRE-ENGINEERED
<br />TRUSSES AT 24"O.C.
<br />TRUSS STRAP PER PLAN
<br />01 f0w =LIOR INI:R'OR '
<br />L, I-EATHING PER PLAN
<br />SEE PLAN FOR
<br />1113' VERT. REINF.
<br />BRACING @ PERPENDICULAR BRG. WALI. NOMHEM) 11/01/2023
<br />\��INO; TO SCALE P�080
<br />ALL TRUSS ENDS ARE TO BE SECURED TO THE EXT. WALL
<br />BELOW USING ONE OF THE BELOW METHODS. ONEFULL
<br />OPTION MUST BE USED FOR CONTINUOUS LOAD PATH:
<br />INSTALL TYPICAL TRUSS CONNECTOR THROUGH EXT
<br />SHEATHING INTO DOUBLE TOP PLATES. EXT.
<br />SHEATHING IS CONTINUOUS AND WILL TRANSFER
<br />COMBINED SHEAR & UPLIFT.
<br />b� INSTALLTYPICAL LISS CONNECTOR FROM TRUSS TO
<br />TOP PLATE 0 INSIDE OF THE WALL. ADDITIONALLY
<br />INSTAU_LTS12 P PLATE -TO -STUD CONNECTORS 0 EA
<br />STUD. EXT. SHEATHING IS CONTINUOUS AND WILL
<br />TRANSFER COMBINED SHEAR & UPLIFT.
<br />c. INSTALL TYPICAL TRUSS SCREWS FROM TRUSS TO TOP
<br />PLATE, EXT SHEATHING IS CON71NUOUS AND WILL
<br />TRANSFER COMBINED SHEAR A UPUFT.
<br />4'-14'�J[�4'-14'
<br />22 112'
<br />30' TRUSS OR nA OP`rIMX
<br />I v
<br />PAFTER
<br />SDWC156DO
<br />T
<br />OVERF—MG OVERHANG
<br />PLAN
<br />_PER LAN PER PLAN
<br />1 J"
<br />/2`1 3/4'
<br />SINGLE SOWC: CONFIGURATION A SINGLE SDWC: CONFIGURATION B
<br />(TRUSS OFFSET FROM STUD) (TRUSS ALIGNED WITH STUD)
<br />INSTALL THROUGH TOP PLATE INSTALL THROUGH TOP PLATE
<br />INTO TRUSS/RAFTER INTO TRUSSIRAFTER
<br />TRUSS 0. TRUSS OR RAFTER TRUSS OR RAFTER
<br />WC1
<br />RAFTER
<br />(2) EDWC15600 (2) SDWC1 560D (2) SDWC15M
<br />(D 0 (2) (ID
<br />3- OVERHANG OVERH—ANG OV-ERFriANG
<br />LAN ER LAN
<br />114" PER PLAN PER PLAN PER PLAN
<br />3/4'-1114. 3/4'-1 1/4' 1/21-11 1/2"A' 1/7-7/8" 1/2*-7/lr
<br />3/4V DOUBLE SDWC. DOUBLE SDWL% CONFIGURATION B DOUBLE WWL' IDONFKU�ATION D
<br />1 4 20'-2;ZN2--25` CONFIGURATION A (TRUSS OFFSET FROM STUD) INSTALLED THROUGH
<br />/4' 22 1/2' 22 1/2' CIFRUSS ALIGNED WITH STUD) INSTALL THROUGH TOP PLATE INTO TRUSS/RAFTER INTO TOP PLATE
<br />OPTIMAL OPTIMAL INSTALL THROUGH TOP TRUSS/RAFTER
<br />PLATE INTO TRUSSIRAFTER
<br />fRIFrER TO I E TOP PLATE SCREW CONNECTIONS 11/0112023
<br />RVVW-030
<br />TRUSSES 9 24' D.C. VALLEY SET
<br />MIN. SYLONG 2D TRUSSES @
<br />GA. FLAT STRAP�� 24"O.C�
<br />w/ (8)16d
<br />SHEATIHING
<br />P P
<br />SHEATHING PER PLAN
<br />R PLAN
<br />EL_.N.
<br />UNDER TRUSS
<br />ENDS NAIL To
<br />TRUSS CHORDS DWC15600
<br />A/ (3) 1 Od EA. TRUSS SCREW
<br />END. TO EVERY
<br />"�- OR TRUSS BELOW
<br />*VALLEY SET
<br />TRUSSES @ 24" D.C.
<br />SHEATHING
<br />I
<br />P PE
<br />ER PLAN
<br />2X4 PURLIN @ EA. VALLEY
<br />TRU:ST.,
<br />, NAIL TO COMMON
<br />TR,
<br />TRU S w/ (31 16d GUN NAILS
<br />BOTTOM CHORD OF VALLEY
<br />TRUSS MAILED TO PURLIN .1
<br />1 Od GUN NAIL 0 Ir D.C.
<br />TRUSS VALLff SET 00 RME 1110112023
<br />K::�/NO� TO SCALE R�G�
<br />CONTINUOUS A CONT. 2X4 (MIN) W/ STRU TURAL STRUCTURAL TYP TRUSS
<br />(2) 10d NkLS SHEATHING PER PLAN SHEATHING PER PLAN CONNECTOR GA'
<br />PER PLAN D.C. REQ'D AT C MIN. Bd NAILS. BLOCK4 BAYS 13ACK FROM GABLE TRUSS.
<br />12d NAILS
<br />E HANGS GRE
<br />2X4 OUT IGGER AT 24 HAN 24. (2)12dTOENAILS. NAIL SHEATHING TO BLOCKING AT T O.C.
<br />STRUCTURAL 2X4 LADDER FRAMIN T 2X4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EA. END W/
<br />SHEATHING, SEE 'ONT.�. '(2) 1— _ GS
<br />PLAN FOR "0 GREATER THAN lZ . ATr
<br />I ACH
<br />'TjC� =1A
<br />ATTACHMENT OV R 'T TRUSS TOP CH< (2) 1& WHEN SECOND BRACE IS REQUIRED,
<br />10d TOENAILS 0 ATTACH To GABLE DROPPED TOP CHORD OUTRIGGE TO NAILS AT 24" OC. NAIL TO OPPOSITE SIDE OF BLOCKING.
<br />(2) A35 @ EA. IF
<br />A/ TYP TRUSS CONNECTOR PER PLAN TRUSS A/ 3)lGd SEE REO 'R
<br />B TRUSS To HORIZONTAL BRACE, U U:D
<br />TOP PLATE TOENAILS BRACING PER TR B STRUCTURAL I * AT VERTICALS 3',11" TO 6,13" USE ONE 2X4'L'BACK,
<br />ONE EA. SIDE STRUCTURAL MANUFACTURER SHEATHING
<br />WALL FRAMING ALONG TOP PLATE SHEATHING PER PLAN D PPED 'OP GABLE w/ OUTRIGGERS PER PLAN 2. AT VERTICALS OVER 6-W TO W-4- USE (2) 2X4 12- BACKS (1
<br />PER PLAN WOOD 2X4 BLOCKING @ CONT. 2X4 (MIN.) w/ REQ'D AT 170 MPH OR GREATER EA. SIDE) (OR FRAME PER CASE 3 BELOW).
<br />EDGE NAILING SHEATHING EDGE (2) 1 Dd NAILS 3. AT VERTICALS OVER V-4" TO 13'-O'USE ONE 2X4 ILBACK
<br />W/ (2) 1 Od C& EA. ALT. OUTLOOKER FRAMING
<br />IN LIEU OF BLOCKING AND DER FRAMING AT AND AN ADDITIONAL DIAGONAL BRACE IS REQUIRED AT THE
<br />EDGE NAILING SHOWN END TO ADJACENT 2X4 LAD (RECrD AT 170MPH OR GREATER)
<br />TRUSS WEB 24" O.C. REQ`D AT BLOCKING AS REQUIRED ie PEAK AND AT EVERY OTHER VERTICAL MIEMBER 1. -1.
<br />WITHIN THE GABLE, IT IS - FOR BRACING BY TRUSS CONT. 2X4 .1 (2) 12d NAILS RANGE. ATTACH THE DI NAL AT MID. 14EIGHT AND TO THE
<br />ACCEPTABLE TO USE (OR BOTTOM OVERHANGS UP TO 15. BLOCKING BELOW THE ARGOOOF SHEATHING w/ (5) 12d's AT EA.
<br />CHORD NAILING ATTACH TO TRUSS TOP MANUFACTURER.
<br />'EDGE MAIL SPACING TO PERMANENT TRUSS END. IN ADDITION TO THE SECOND DIAGONAL, A
<br />BOTTOM CHORD OF TRUSS ASSHOWN) CHORD w/ (2) 16d STRUCTURAL SHEATHING SEE PLAN FOR
<br />I I ATTACHMENT OF
<br />TO TRANSFER LOAD. AT 1.. O.C. BRACING PER TRUSS STRONG13ACK IS ALSO REQUIRED AT THESE VERTICALS AND
<br />2)(4 BLOCKING @ GABLE TRUSS A/ SEE REQUIRED MANUFACTURER 0 ily-0. PRE-ENGINEERED WOOD MUST BE ATTACHED TO EA. 'V BACK WITH (2) 12d% AND ONE
<br />TOE -NAIL SHEATHING EDGE W/ VERTICAL WEBS AS BRACING PER TRUSS MAX. SPACING. TRUSSES AT 2'-O'O.C- MAX. ALL STRUCTURAL SIMPSON H5 OR ONE USP FITS CONNECTOR.
<br />EDGE NAILING (2) 10d @ EA. END NOTED IN THE MANUFACTURER (1) ADDITIONAL FLAT 2X4 FASCIA 2x SHTG. SHEATHING.
<br />A NG A 14W
<br />M I T
<br />VERHANGS
<br />1 2 , ATTACH To
<br />RD W, (,) , Ed
<br />CTURAL
<br />'T.�NG
<br />'LAN
<br />TO ADJACENT STUD WITH BLOCKING SIDE NAIL ALL'U BACKS AND STRONGRACKS wl 12d's AT T
<br />SHEATHING FRAMINGSHEET A�A --A; A e. BSCI REOMTS) EXT (SEE ARCH, ONG.) D.C. NOTCH'V BACKS ATTOPAND BOTTOM.
<br />SPLICED SHEATIM TRUSS NOTES TP ENDING A MIN. OF (3) BLOCKING
<br />LISS BAYS PLACED
<br />.... BETWE N ERMANENT
<br />(3) 1 Dd NAILS 9 (3) 1 Od NAILS @ TRUSS BRACING TRUSS ANCHOR PRE-ENGINEEREDWOOD
<br />I � '- MAX. PER PLAN TRUSSES AT 2'-Cr'O.C. MAX.
<br />EA. TRUSS *CH�Z-,TRUSS NAILBOTTOMCHORD PROVIDE 2XS PT PLATE A/ I/TDIA. x I (RESULTING IN 5 0" J
<br />OF GA LE TRUSS./ AN HOP SOL OVERALL BRACING) CMU WALL PER PLAN FASCIA (SEE ARCH
<br />Bid's ATVOC. DRAWINGS)
<br />12 PIL SHERS HORIZONTAL 2x L
<br />M TRUSS A
<br />A.� A3� ASONRY7 HOWRIAZONTAL 2� BLOCKING OVER PLATE. BLOCKING BETWEEN SHEATHING PER PLAN pt i NCHOR
<br />MASONRY MASONRY WALL, BOND BEAM, LINTEL BEAM, FIRST 3 BAYS OF PER PLAN
<br />SEE PLAN FOR OR RAKED BEAM PER PLAN. FOR RAKED FRAMING TO
<br />A -A MfOOD) ATTACHMENT OF ALL BEAM 9 VAULTED CONDITION. SEE PLAN PERMANENT BRACING FRAMING PER PLAN
<br />STRUCTURAL SHEATHING. AND DETAIL. W/ 1 Od @ 4. O.C. PARTIAL WOOD BEARING]
<br />END TRUSS BRACING DETAIL 11/01/2G23 DUTCH HIP TRUSS BRACING DETAIL (BOSTON HIP) 11/0112023
<br />RZ 090 _1IPT11 R��i oo
<br />CONT.,V4 -i � TRUSS
<br />M=
<br />ETPULS E7 CONNECTOR PER PLAN
<br />WIDTH BE WIDTH HOUSE IN]
<br />- 1D% 10%
<br />HOUSE HOU DTH 4GPERPtA4
<br />SEE REQUIRED (REaDATt"PHORGREATER)
<br />PACING PER SS
<br />MANUFACTURER
<br />7 STRUCTL�
<br />2 2 3 2 ODNT.FASOAFER - SHEATHING PER
<br />ARGHS,t(2)l2dM�
<br />PR6ENGINEEREEI
<br />10 WOOD MSSES AT
<br />< r4
<br />x ri OCNA'
<br />b BLOCNNG TOENIkILED,
<br />RIDGE —7 RIDGE -A 3TRI
<br />FROM GAMLE END
<br />STRUCTUFAL
<br />_,,�ABLE EN_ 26SLE END SHEATHING MR PU*1
<br />.25A.EkOVER
<br />BOSTON HIP FRAMED MSS
<br />GABLE HIP �l MO(ANG E.-T.
<br />3 'BETWEEN TWSSES :�/MA 111411�
<br />Imumm" & CM WALL OR LINTEL SEE
<br />a END PLAN FOR REINFORCEMENT
<br />ROOF SHEATHING NNLS ROOF FASTENING ZONES
<br />1 1 1 2 1 3 TRUSSTIEPERP.AN
<br />SHINGLE: IMMMM OVEFFPAIEDTNUSS
<br />7/16'SPAN RATED SHEATHING SO RING PANEL EDGES @ SUPPORTS (1) 61 O.0 61 OC 4" D.C.
<br />OR SHANK 1 01 E PER
<br />TILE: 15/32' SPAN RATED SHEATHING 0. 113" x 2-3/9' AN FMWN.PEP.
<br />OR PANEL FIELD (1) a, D.C. 6. O�C. 1 6. O�C. ENT
<br />METAL: 15/32" SPAN RATED SHEATHING M92- FOR ATTACHM WOOD
<br />EMDUAL MOD(lIMr1=
<br />NOTES:
<br />1. LONG SIDE OF SHEATHING TO BE PERPENDICULAR TO TRUSSES OR RAFTERS -TYPICAL
<br />2. EDGE SPACING ALSO APPLIES OVER GABLE END WALLS OR TRUSSES.
<br />3. FASTENING ZONES 2 AND 3 ARE EQUAL TO 10% OF TOTAL HOUSE WIDTH, DIMENSION'r OFFSET FROM ROOF EDGE.
<br />3V WIDE HOUSE = 2V ZONE. 401 WIDE HOUSE = Ir ZONE, 59 WIDE HOUSE = 6 ZONE, W WIDE HOUSE = 6 ZONE
<br />SHEATHING ATTACHMENT DNPM (MAXIMUM OF 160 MPH FXP C) 11/01 /20M
<br />R�; 110
<br />2X BLOCNNG TOERMLED
<br />THREE=:�YSSER
<br />NO
<br />STRUCTURAL HEAT-ING
<br />AL
<br />EAVALLEY
<br />P P�
<br />En PLAN
<br />TRUSS. HAL TO
<br />LISS
<br />CO FUD V
<br />BOTTOM 11 OF 'AU`E`
<br />COMMON
<br />T�
<br />M S
<br />RIES "LED
<br />�r
<br />TRUSS
<br />TRUSS W1 (3)
<br />TOPV.N�"..NNNL
<br />im Ras
<br />0 0
<br />U FASr
<br />CONT � PER
<br />ARCHS W
<br />NAILS
<br />PRE ENS&I C �
<br />H' `A isRE WOOD
<br />TRUSSES AT Z-0- 0 C ,
<br />e,.._4�,
<br />CONTINUOUS
<br />SH�THNG
<br />EDOE��
<br />N ALI
<br />PER PLAN
<br />\_
<br />RA,'G,
<br />HI IA EA END
<br />DW
<br />SCREWS MOM
<br />)OD
<br />PER
<br />MARUF
<br />OF V�
<br />TALI 111.1,
<br />TOP PUkTES TO
<br />TRUSSOur
<br />FRAWNG
<br />DCMAX
<br />0 C.. (1) EA PLY
<br />PER
<br />SHEKIHNG
<br />PLAN
<br />PER PLAN
<br />EWDgAl
<br />(MOD) =1
<br />RWG�M ;Ir"M
<br />I vp—LUEFol"'Uss—ollo-11 lilt.
<br />2 N0TA=ID8A.TTRUl$
<br />Ill—TIO—EICOND INI—C—EIGIN-01
<br />T 01 101 — —
<br />SWWAIR
<br />tdh% Fieldstone
<br />C.O.A.# ARCHITECURE:
<br />AA26002802
<br />C.O.E.# ENGINEERING:
<br />29349
<br />13 IBRAHEM ELAYEB,e95
<br />P.E.# 91476
<br />0 BENJAMIN NIESE, PE
<br />P.E.# 86025
<br />06/20/2024
<br />DATE
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<br />Michigan
<br />3400 Auburn Rd
<br />Suite 200
<br />Auburn Hills, MI 48326
<br />+1 248.622.4035
<br />Florida
<br />12906 Tampa Oaks Blvd.
<br />Suite 150
<br />Tampa, FL 33637
<br />+1 813.466.3310
<br />www.fieldstoneae.com
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<br />SHEET NAME
<br />DETAILS -
<br />ROOF
<br />SHEET #
<br />S4.1
<br />
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